CE 312
PLATE NO.?
1. Draw the influence diagram of an overhanging beam spanning 6 meters between simple supports
with a 2m overhanging span beyond the RIGHT support, for
a. maximum left reaction
b. maximum right reaction
c. shear at 3m from the left support
d. moment at 3m from the left support.
2. Calculate maximum value of the left reaction, right reaction, shear at 3m from the left support and
moment 3m from the right support due to 2 moving concentrated loads, each at 45kN and spaced
at 2m apart.
3. For problem number 4, locate the position of the 2 moving concentrated loads for maximum left
reaction, right reaction and shear at 3m for the left support.
Good Luck!